37-022 (4) 1111 IIIIIIIIIII IIIII Proof of Delivery
O R D 0 2 2 8 1 8 9
Confirmation No. ORD0228189
...S �. fee _„ Customer No. CUMMIN
rF. ][IC JOBKEY 575307
TRUSSES • WALL PANELS • STAIRS Ole 5' - D ZZ.
SROLORN.wrn I POI BON SSO,NOW WINWORD,NY 13412 1 BOOJ6675S2
Bill To: Cummington Supply Ship To: CLAUDIO
18 Main Street FLORENCE,MA 01062
Cummington. MA 01026
PLEASE READ DETAILS. IF INCORRECT CALL NOW. 2%per month(24%annually)service
APPROVAL REQUIRED. FAX BACK ASAP. charge on all accounts over30 days.
Date Ship Via F.O.B. Terms
4/8/2021 TRUCK DESTINATION Net 10 Days
PO Number Approx.Delivery Outside Sales Rep Inside Sales Rep
C. GARRIDO/GUS 4/27/2021 SS MK/BO
Quantity Truss Information
Description
Ord Ship 1 B.O. Pitch Weight' LOH LCANT ROH IRCANT
JOBKEY# 575307
8 8 0 13'6" T1 PARALLEL CHORD 9 0/12 821b 1' 1'
38.5 TOP CHORD LIVE LOAD
7.0 TOP CHORD DEAD LOAD
0 BOTTOM CHORD LIVE LOAD Hangers Received by:
10.0 BOTTOM CHORD DEAD LOAD
55.5 PSF TOTAL @15%DURATION FACTOR
SPACING24.0 ON CENTER. INSTALLATION IMPLIES ACCEPTANCE
NO BACKCHARGES WILL BE CONSIDERED WITHOUT NOTIFYING S.R. SLOAN, INC OF PROBLEM WITHIN 48 HOURS OF DEL
CREDITS MUST BE ACCEPTED IN WRITING BY ALL PARTIES
INSTALLATION IMPLIES ACCEPTANCE TO ORDER
APPROVAL FORM SENT AT TIME OF ORDER MUST BE SIGNED AND RETURNED TO US BEFORE FABRICATION
It is our policy to call prior to delivery.Delivery delays are occasionally encountered due to weather conditions,unavailability of raw materials,mechanical difficulties,etc.
We will try to deliver as predicted but cannot be held responsible for circumstances beyond our control.We reserve the right to adjust materials and design based on
availability during production.Structural integrity will not be compromised.
Received by: �� I��� !� SH00225150
Page 1
8111 Halsey Rd Whitesboro,NY 13492 Job#:575307Office:(800)366-7562
•S.i-['iJA.L R$nc Fax: (315)736-7740 Date:4/26/2021
TRUSSES • WALL PANELS • EWERS QuoteRequests@srsloan.com
Bill To: Ship To:
Cummington Supply-CUMMIN CLAUDIO
Purchase Order#:
24 mountain laurel path C.GARRIDO/GUS
18 Main St FLORENCE, MA 01062 Designer:
CUMMINGTON, MA 01026 MIRA K.x240
Contact Cell: Office Phone: Jo6Site Phone: Salesman:
(413)634-8868 STEVE SPUDIE x512
WoodTruss
Qty Span Description Mark Truss Slope Weight Truss Shipping Loaded
• TC/BC Height Height
8 13-06-00 T1 PARALLEL CHORD a �•\ 9.00 82 06-06-12 06-06-12�l� ,. 2x4 / 2x4 655
Category Total Qty Max Length Max Height Weight
WoodTruss 8 15-06-00 06-06-12 655 lbs
Weights are approximate Total Weight 655 lbs
Weight of sheathing is not included
Accepted By: Date:
Signature
Please Print Name
Loaded By: Date: Driver: Date:
Initials Initials
Command by Alpine,an TIN Company
Page 1 of 1 ShippingTicket Printed 4/26/2021 9 50 30 AM
Job Number: 575307 Ply 1 SEQN. 199627/T95/SCIS A Maximum Reactions(Ibs)
CLAUDIO Qty 8 FROM:MK DRW: Gravity Non-Gravit;'
Truss Label: T1 PARALLEL CHORD Wgt:81.9 Ibs / . . 04/26/2021 Loc R+ /R- /Rh /Rw /U /R.
H 906 /- /- /323 I- /99
6'9" 13'6" F 906 /- /- /323 /- /-
l" 6,9„ 6'9,. -I Wind reactions based on MWFRS
H Brg Width=5.5 Min Req= 1.5
F Brg Width=5.5 Min Req= 1.5
Cm-6X6 Bearings H&F are a rigid surface.
Maximum Top Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 60 0 C-D 0 -2592
12 G B-C 0 -2592 D-E 60 0
9 V =8X8
Maximum Bot Chord Forces Per Ply(Ibs)
io Chords Tens.Comp. Chords Tens. Comp.
to
o
H-G 162 -168 G-F 90 -117
in
`r 05X6 B D i5X6
T A 9 Maximum Web Forces Per Ply(Ibs)
A 12 E Webs Tens.Comp. Webs Tens. Comp.
io
B-H 144 -783 G-D 2256 0
1 III3X FJII3X4 B-G 2256 0 F-D 143 -783
C-G 2198 0
1 13'6" 1
H 1 _.I I 6,3"6 I 6,3"8 -I F-1,-I
6'9" 13'0"8
5•• 3' .•
Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria
TCLL: 38.50 Wind Std: ASCE 7-16 Speed: 115 mph (Pg,Pf in PSF) Bldg Code: IRC 2018 PP Deflection in loc Udefl U#
TCDL: 7.00 Enclosure:Closed Risk CategoryEttP:B Pg:50.0 Ct: 1.1 TPI Std: 2014 VERT(LL): 0.251 G 625 240 Max TC CSI: 0.935
BCLL: 0.00 TCDL:3.5 psf BCDL:5.0 psf Pf:38.5 Ce: 1.0 Rep Factors Used:Yes VERT(TL): 0.381 G 411 180 Max BC CSI: 0.352
BCDL: 10.00 Mean Height.15.00 ft CAT:II FT/RT:0(0)/0(0) HORZ(LL): 0.374 F - - Max Web CSI: 0.712
MWFRS Parallel Dist:0 to h/2
Des Ld:55.50 C&C Dist a:3.00 ft Lu: - Cs:1.00 Plate Type: HORZ(TL): 0.568 F - - Creep Factor:2.0
NCBCLL: 10.00 Soffit:2.00 Loc.from endwall:Any Snow Duration:1.15 WAVE Mfg Specified Camber:
Load Duration:1.15 GCpi:0.18
Spacing:24.0" Wind Duration:1.60 VIEW Ver: 20.02.01A.1209.11
Lumber Wind
Top chord:2x4 SPF(S)1650f-1.5E; Wind loads based on MWFRS with additional C&C member
Bot chord:2x4 SPF(S)#2; design.
Webs:2x4 SPF(S)#2;W1 2x4 SPF(S)Stud; End verticals not exposed to wind pressure.
Plating Notes Wind loading based on both gable and hip roof types.
Plates sized for a minimum of 2.40 sq.in./piece.
Loading
Bottom chord checked for 10.00 psf non-concurrent live
load.
This is a preliminary drawing the can be used only for trusses fabricated By S.R.Sloan,Inc. S.R.SLOAN,Inc.
It represents loading,span and pitch.S.R.Sloan,Inc.reserves the right to adjust TRUSSES . WALL PANELS . STAIRS
materials and design at the time of production.The structural integrity will not be PO BOX 560,NEW HARTFORD,NY 13413
compromised.Sealed drawings will be furnished,upon request. Office(800)366-7562 • Fax(315)736-7740